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Install PCC Retaining <br />Curb See Schedule <br />on Sheet No.14 -,, <br />c <br />5' Curb --f <br />Transition <br />Per SJCo Std R-9 <br />III d- i �Aft 1 <br />W <br />0 <br />a ' ► � 13.2` -------{� <br />co <br />5' Curb <br />Transition <br />Per SJCo Std R-9 <br />Install PGC Retaining-' <br />Curb See Schedule <br />on Sheet No. 14 <br />TYPE 3 RAMP <br />(3) <br />C <br />0 <br />Install New Curb <br />Per SP ASE <br />EC <br />Beg/End - <br />Flowline <br />15' _ -15' -- <br />Install New Curb Romps <br />2.5' 7.5`', Per SP A88A 7.5 2.5' <br />R W BC <br />r 30' <br />New Curb, Gutter <br />and Sidewalk Now Sidewalk in <br />n O <br />towline ___. ..Flowline--� -- ------- <br />EC <br />Beg/End �- <br />i� <br />0 <br />Install PCC Retaining <br />Curb See Schedule <br />on Sheet No. 14 <br />TYPE 8 RAMP <br />(14. 16. 22 dr 24) } <br />New Curb, Gutter <br />'h and Sidewalk <br />r <br />DRAWN BY <br />Cyprus Sommer <br />DRAWER <br />1 <br />W <br />DATE <br />7/15122 <br />SHEET NO. <br />PROJECT ENGINEER <br />Cyprus Sommer <br />BC <br />- <br />Curb Transition per <br />SJCo Std R-9 (Typ) <br />Flowline <br />Install New Curb Romp <br />Per SP A88A <br />0 <br />Flowline <br />TYPE 2 RAMP <br />(5, 6. 10 & 12) <br />New Curb. Gutter �� New Curb, Gutter r.•• <br />and Sidewalk +1 and Sidewalk <br />r• (13. 15. 18. 19. 20. 21 & 23) <br />O <br />in <br />Beg/End <br />New Curb, Gutter rr.: <br />(*2. 4. 8. 9. dr 11) <br />* Ramp #2 - 7.0' * Romp /8 = 10' <br />* Ramp #4 +- 7.5' * Ramp J9 = 11.5' <br />* Ramp #11 = 3.5' <br />(Beginning of radius is the m <br />westerly side of the intersection <br />1.PGM t.r_aK9i*ien%FAp2 <br />2.Cu o Ty 1, <br />4, 5 and 6, install per SJCo <br />Std R -10A. except slopes for <br />sidewalk, romps. and flares <br />must be 1.5X. 7.5X and 9X. <br />respectively. <br />Curb Transition Detail <br />per SJCo Std R-9 -, <br />Install PCC Retaining <br />Curb See Schedule <br />on Sheet No.14 --\ <br />New Curb, Gutter <br />�? and Sidewalk <br />n <br />Flowline <br />EC <br />Curb Transition detail -� <br />per SJCo Std R-9 (Typ) <br />4# <br />in <br />C4 <br />Conform <br />Beg/End <br />iA <br />N <br />Flowline <br />Install New Curb Ramp <br />Per SP ABU <br />Install PCC Retaining <br />Curb See Schedule <br />on Sheet No. 14 <br />TYPE 9 RAMP <br />(7) <br />Y <br />DATE CHECKED BY DATE <br />7115122 Awni 11 -aha 7/15/22 <br />W <br />New Curb, Gutter <br />and Sidewalk �? <br />R <br />RECORD DRAWING <br />Corrections By _ <br />No Cho"les By. <br />Dots _ -J..7-.74 <br />Any Peruon Using This Drawing Should Verify <br />An Information By inspecting The Site of Work <br />COujNTY of sex JOAQUIN <br />NO SCALE <br />TYPE_6 RAMP <br />(25, 26. 27 a 28) <br />0 <br />iA <br />---� Beg/End <br />Flowline <br />Install PCC Retc <br />Curb See Sched <br />on Sheet No. 14 <br />FL Place Detectable <br />" _1.5X Warning Surface at <br />! curb romp per <br />SP ASSA (Typ) <br />-- 16" Place Detectable -- <br />(Min) Warning Surface <br />ss. <br />Vertical CG&S <br />per SJCo Std R-7 <br />5.5' __Sod <br />5X r --- ---.-15Z ------ <br />i, <br />_ - Retalning Curt! <br />as necessary <br />SECTION A -A 4" (Min,) Close 4 aggregate subbase, <br />compact to a minimum relative <br />compaction of 90X (Typ) <br />Stations and Offsets taken ADA RAMPS SCHEDULE <br />7/15/22 <br />ADA RAMP SCHEDULE REVISION <br />CS <br />AT <br />Type <br />4/11/22 <br />TRUNCATED DOMES AT CORNER RAMP TERMINATIONS REVISION <br />CS <br />AT <br />A <br />4/11/22 <br />CORNER RAMPS CHANGED TO CASE C REVISION <br />CS <br />AT <br />MARK <br />DATE <br />DESCRIPTIONS <br />BY <br />CH'D <br />REVISIONS <br />Install PCC Retaining <br />Curb See Schedule <br />on Sheet No. 14 <br />TYPE 9 RAMP <br />(7) <br />Y <br />DATE CHECKED BY DATE <br />7115122 Awni 11 -aha 7/15/22 <br />W <br />New Curb, Gutter <br />and Sidewalk �? <br />R <br />RECORD DRAWING <br />Corrections By _ <br />No Cho"les By. <br />Dots _ -J..7-.74 <br />Any Peruon Using This Drawing Should Verify <br />An Information By inspecting The Site of Work <br />COujNTY of sex JOAQUIN <br />NO SCALE <br />TYPE_6 RAMP <br />(25, 26. 27 a 28) <br />0 <br />iA <br />---� Beg/End <br />Flowline <br />Install PCC Retc <br />Curb See Sched <br />on Sheet No. 14 <br />FL Place Detectable <br />" _1.5X Warning Surface at <br />! curb romp per <br />SP ASSA (Typ) <br />-- 16" Place Detectable -- <br />(Min) Warning Surface <br />ss. <br />Vertical CG&S <br />per SJCo Std R-7 <br />5.5' __Sod <br />5X r --- ---.-15Z ------ <br />i, <br />_ - Retalning Curt! <br />as necessary <br />SECTION A -A 4" (Min,) Close 4 aggregate subbase, <br />compact to a minimum relative <br />compaction of 90X (Typ) <br />Stations and Offsets taken ADA RAMPS SCHEDULE <br />along Pershing Avenue PERSHING AVENUE (Meadow Avenue to Thornton Road) <br />a p <br />Location <br />Quad <br />Type <br />Radius <br />13C <br />MDPT <br />EC <br />Beg/End <br />Case <br />Pershing Ave/Meadow Ave <br />SW1 <br />3 e <br />32+29.4 62.4 Lt <br />32+20.6 41.2 Lt <br />31+99.4 32.4' Lt <br />Case C <br />FL Eleni= 9.340 <br />FL Elev= 8.920 <br />FL Elev= 8,420 <br />0Pershing <br />Ave/Meadow Ave <br />NW <br />4 <br />30' <br />32+65.4 55.5' Lt <br />2+74. .9 Lt <br />+ <br />32+65.4 62.4 Lt <br />Case C <br />FL = <br />FL Elev= 8.875 <br />FL Eleni= 8.470 <br />FL Elev= 9.340 <br />Pershing Ave/Meadow Ave <br />SE <br />3 <br />34 <br />31+96.3 31.7' Rt <br />32+17.9 40.9 Rt <br />+ • • <br />Case C <br />FL Elev= 8.500 <br />FL Elev= 9.200 <br />Pershing Ave/Meadow Ave <br />NE <br />4� <br />+90. <br />32+69.1 33.7 Rt <br />32+60.3 54.9 Rt <br />32+60.3 62.6' Rt <br />Case C <br />FL Elev= 8.560 <br />FL Elev= 9.200 <br />O <br />Pershing Ave/St Carlo Ave <br />SE <br />2 <br />34+96.1 25 Rt <br />35+17,4 33.8 Rt <br />35+26.1 55.4 Rt <br />FL <br />Case C <br />FL Elev= 8.820 <br />FL Elev- 2.210 <br />Elev= 9.200 <br />Pershing Ave/St Carlo Ave <br />NE <br />2 <br />30' <br />35+92 25' Rt <br />35+70.8 33.7 Rt <br />+ <br />FL Elev= 9.200 <br />Case C <br />FL I = i <br />= <br />O <br />Pershing Ave/Rivaro Ave <br />SW <br />9 <br />30' <br />40+70.9 60.5' Lt <br />FL Elev= <br />40+64.2 35.5 Lt <br />40+41.4 25 Lt <br />FL Elev= 8.975 <br />Case C <br />9.600 <br />Pershing Ave/Rivaro Ave <br />NW <br />4, <br />'W• <br />41 +08.1 57.6 Lt <br />41+27.0 34.0 Lt <br />41+47.4 25 Lt <br />41+04.5 66.9 Lt <br />Case C <br />FL Elev= 9.550 <br />FL Elev- qj30 <br />FL Elev= 9.110 <br />FL Elev= 9.600 <br />Pershing Ave %Rivaro Ave <br />SE <br />4 <br />40' <br />40+53.9 25' Rt <br />FL Elev= 8.978 <br />40+79.4 34.2 Rt <br />40+95.3 57.6 Rt <br />FL Elev= 9,807 <br />40+95.3 68.7 Rt <br />Case C <br />4 fjgX- <br />FL Ejev- 9. 70 <br />1 <br />Pershing Ave/Rivaro Ave <br />NE <br />2 <br />30' <br />41 +59.9 25' Rt <br />qev= 8,107 <br />+ <br />FL qev= 9,488 <br />+ <br />FL Eleni= 9.870 <br />Case C <br />11 <br />0 <br />Pershing Ave/Joan Ave <br />SE <br />4 <br />30� <br />46+45.0 25 Rt <br />46+67.8 35.5 Rt <br />46+75.1 .1 <br />46+75.1 58.7 Rt <br />Case C <br />FL Elev= 9.350 <br />FL Elev= 9.765 <br />FL Bev- 10.180 <br />FL Elev= 10.200 <br />12 <br />Pershing Ave/Joon Ave <br />NE <br />2 <br />47+41.1 28.6 Rt <br />47+19.8 =4' Rt <br />47+11.5 58.7 Rt <br />Case C <br />'M <br />FL Bev- 9.915 <br />I = 1 <br />FL Elev= 10.200 <br />G <br />Pershing Avenue <br />---- <br />7 <br />g,5" <br />46+75.2 40.1' Lt <br />46+71.9 34' Lt <br />46+65.4 31.6' Lt <br />Case CM <br />FL Elev= 9.728 <br />FL Elev= 9.534 <br />FL Bev- 9.340 <br />12a <br />Pere hin Avenue <br />7 <br />47+04 40.1' Lt <br />47+07.4 34' Lt <br />47+13.9 31.6 Lt <br />s <br />1 <br />Pershing Ave/EI Camino Ave <br />Shy <br />5 <br />30' <br />53+ 9.6 5 t <br />53+40.9 <br />53+19.6 25 <br />53+49.6 70 t <br />Case C <br />= <br />Case C <br />1� <br />Pershing Ave/EI Camino Ave <br />NW <br />8� <br />FL 3'6v;1. t <br />9.840 <br />3+89.9 3 .9 t <br />+1 <br />53+83.8 L <br />IL <br />= <br />1 <br />Pershing Ave/EI Camino Ave <br />$E <br />5 <br />30• <br />+ <br />9.604 <br />+ Rt <br />53+47.2 50.9 Rt <br />+ 6 . <br />Case C <br />= <br />4 11. <br />3+90.3 29.7 Rt <br />5 +81. <br />= <br />5 + 9. 66 Rt <br />Case C <br />1 s <br />Pershing Ave/El Camino Ave <br />NE <br />8 <br />30' <br />= 9 9 <br />L Elevw 9-911-= <br />9.708 <br />= <br />17 <br />Pershing Ave/Valencia Ave <br />SW <br />10 <br />28' <br />5 +9 . 4 <br />6+ 1.3 9. <br />+ � <br />56+99.4 <br />Case C <br />= •� <br />= 0 041A_= <br />10.144 <br />Flay= <br />1 a <br />Pershing Ave/Valencia Ave <br />NW <br />5 <br />30' <br />57+33.6 <br />FL Elev= 0. <br />57+42.4 29 <br />7+ 1 <br />+3 . 66 Lt <br />9.900 <br />Case C <br />I = <br />ev= • <br />- <br />1 <br />Pershing Ave/Valencia Ave <br />SE <br />5 <br />30' <br />56+67.2 21 <br />56+88.4 <br />+9 1 <br />Case C <br />fL = 10.170 <br />= 10.000 <br />= 10.045 <br />20 <br />Pershing Ave/Valencia Ave <br />NE <br />5 <br />30' <br />61.E 211 <br />57+39.9 <br />+3 . 51 <br />57+30.3 ' Rt <br />Case C <br />0.4 <br />EL El = dDZED <br />= 160 <br />21 <br />Pershing Ave/Paloma Ave <br />SW <br />5 <br />30� <br />60+49.4 51 <br />60+40.6 29. <br />60+19.4 21 <br />0+ .1 66 Lt <br />Case C <br />I = 10.058 <br />= <br />= 1 1 <br />ev= 9.900 <br />z2 <br />Pershing Ave/Paloma Ave <br />NW <br />8 <br />28' <br />+8 • 4 <br />+ 1.8 29. <br />+ 2 <br />+ 64.4' Lt <br />Case C <br />= <br />+17.1 2 <br />+ 29. <br />= <br />6 +47.1 1 <br />+ 7.3 66 Rt <br />2s <br />Pershing Ave Paloma Ave <br />9 / <br />SE <br />5 <br />30` <br />Case C <br />_ 2 <br />ev= <br />_ <br />= <br />G <br />Pershing Ave/Paloma Ave <br />NE <br />8 <br />�� <br />61+11. <br />+ 29. <br />+8 .�51 <br />60+80.4 661 Rt <br />Case C <br />'ev=2 <br />3 <br />•1 <br />0.300 <br />25 <br />Pershing Ave/Barcelona Ave <br />SW <br />6 <br />30` <br />63+93.1 51 <br />29-.K=--63+63.1 <br />R�R. <br />21 <br />6 +9 . 66' Lt <br />Case C <br />Elev- <br />FL Elev= .35 <br />= 9,890 <br />zs <br />Pershing Ave/Barcelona Ave <br />NW <br />6 <br />30• <br />. 5_FL <br />1 <br />-U&- <br />64+36.2 29 <br />64+57.4 21L <br />6 66' Lt <br />Case C <br />TL <br />7 <br />= 10.094 <br />= 44 940 <br />z7 <br />Pershing Ave/Barcelona Ave <br />SE <br />g <br />M <br />63+60.9 21Na <br />dO.3 <br />+8 29. <br />+9 51 <br />63+91.6 66 Rt <br />Case G <br />i = <br />.190 <br />z8 <br />Pershing Ave/Barcelona Ave <br />NE <br />6 <br />30"Case <br />64+55.3FL <br />4+34.1 <br />64+25.3 52 <br />6 +2 . 67' Rt <br />C <br />FL Elev= 10.254 <br />FL Elev= 10.188 <br />FL Eley_ .122 <br />= 19,200 <br />I n A <br />N/A <br />�Mach <br />Exist <br />Match Existing FL Elevation <br />a <br />3o <br />EI Camino Ave/Misty Ave <br />NE <br />Case C <br />•'hli'` ��'; ill -1 LI' 1"I D 0, ibb <br />PERSHING AVENUE WIDENING <br />(Meadow Avenue to Thornton Road) <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />3-R2 <br />21 <br />